Determine the best hydraulic section for trapezoidal channel that can carry 200 m3/min

Q: Explain the concept of backwater effect in open channel hydraulics.

A: The backwater effect is an open channel hydraulics phenomenon whereby the water flow upstream of any…

Q: A straight pipe with a diameter of 100 mm and a length of 1000 m carries water at a flow rate of…

A: As per guidelines we need to answer only first 3 subparts

Q: Determine the best hydraulic section for trapezoidal channel that can carry 200 m3/min.

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Q: A nearly horizontal rectangular section with a width of 25 feet carries 1500 cfs. There is a…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Consider the simple pipe network below. Pipe AB and CF are both 500m long with diameters of 0.8m and…

A: LAB = LCF = 500 mL1 = 200 mL2 = 300 mQ = 3 m3/s

Q: Calculate the hydraulic radius for the most economical rectangular section having depth y and width…

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Q: Q1:- Determine the cross section and discharge of the stable hydraulic section of a channel…

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Q: yl, vl hydraulic jump y2, v2 Given y1=0.2 m, v1-2 m/s, rectangular channel width B=1 m.

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Q: 10. The hydraulic radius of a circular channel section is 0.33m, calculate the radius of the channel…

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Q: Water is flowing through the formation shown at a constant Darcy velocity. The following information…

A: Given- Hydraulic head at the top =18 feet Hydraulic head at the bottom = 28 feet K1 = 2 ft/day K2 =…

Q: A 5 KN 5 KN 5 KN 5 KN 5 KN 1m 1m 1m 1m 1m 20 kN-m DRAW V&M DIAGRAM. SOLVE FOR V-MAX NEGATIVE, V-MAX…

A: Solution:*MB = M5

Q: . Calculate the hydraulic radius of a

A: Open channel flow- Fluid mechanics:

Q: Problem 3. Calculate the maximum depth, h, behind the concrete dam below that maintains a factor of…

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Q: Calculate y2 and v2

A: Given: Initial flow depth, y1 = 0.2 m Initial velocity of flow, v1 = 2 m/s Channel width, B = 1 m

Q: Determine the best hydraulic section of trapezoidal

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Q: The pressures at the ends of 605m long horizontal pipe flow are 350 kPa and 270 kPa. The pressure at…

A: The values given in the question are as follows length of the pipe(L)=605 m Pressure at upstream end…

Q: 14. The hydraulic depth of a rectangular channel is 2m and its wetted area is 12m2. Estimate its…

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Q: Determine the hydraulic radius in meters if the total bottom width is 20 meters. Total Base width 3m

A: This problem is related to Fluid mechanics. In this problem given about the dimensions of Tank and…

Q: 6m, calculate the hydraulic depth of the channel.

A: To find : Hydraulic depth.

Q: Someone can help me with this please?

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Q: Problem #1 Determine the magnitude and the location of the hydrostatic force on the 2 m by 4 m…

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Q: 9. Determine the best hydraulic section for trapezoidal channel that can carry 200 m3/min. Module 4:…

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Q: The concrete floor of a hand regulator is level with the channel bed and is 13 m long. The depth of…

A: Given:-  The concrete floor of a hand regulator is level with the channel bed (b)is 13 m long The…

Q: 1 ft pipe caries 1.0 cfs of flow at 120 psi. A gradual pipe contraction reduces the diameter to 8…

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Q: need the answer quickly

A: Given- coefficient of permeability K = 0.06 cm/secSaturated unit weightγsat=19.8 kN/m3

Q: 4. The hydraulic radius of a triangular section is 0.45m and the normal depth of the channel is 2m,…

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Q: Oil flows through the constant-diameter pipe, as shown in fig.(1) such that at A the pressure is 50…

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Q: Problem 3. Calculate the maximum depth, h, behind the concrete dam below that maintains a factor of…

A: Let Weight of dam be W1 ; W1 = 8 × 30 × (Unit weight of concrete) W1 = 8 × 30 × (165) W1 = 39600…

Q: 9. Calculate the hydraulic radius in case of maximum velocity if the radius of the section is 8m. a)…

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Q: Calculate y2 and v2

A: Given: Initial flow depth, y1 = 0.2 m Initial velocity of flow, v1 = 2 m/s Channel width, B = 1 m

Q: There s a leak in a horizontal 30cm pipeline (f=0.025). Upstream from the leak two gages 600m apart…

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Q: The rectangulatr gate shown below is 1.2 m wide. The gate is hinged at the top and it retains 2.3 m…

A: Width of gate=1.2m Hydrostatic force acting on gate=31.137kN

Q: 1.14. Estimate the water lost because of a 1.0-mm-diameter hole in a 150-mm-diameter water main…

A: Given, Pipe diameter, D = 150 mm or 0.15 m Hole diameter, d = 1 mm or 0.001 m  Manning roughness…

Q: Consider the simple pipe network below. Pipe AB and CF are both 500m long with diameters of 0.8m and…

A: Pipes section with their dimensions and their friction factor are given…

Q: Problem 3. Calculate the maximum depth, h, behind the concrete dam below that maintains a factor of…

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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.